KSSE structural Engineers
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频道帖子
CSiPlant is an engineering software program used mainly by piping and structural engineers to model, analyze, and design piping systems and their supporting structures (for example in power plants, oil & gas facilities, and industrial plants).
Functionality:
Design industrial piping systems.
Analyze pipe stresses and forces.
Check compliance with engineering codes (like ASME B31).
Simulate loads such as temperature, pressure, wind, and earthquakes.
Model pipe supports, valves, flanges, and structural frames.
Main capabilities:
3D modeling of pipelines and structures.
Stress analysis of pipes to prevent failure.
Buckling analysis and P-Delta (second-order) analysis.
Dynamic and time-history analysis for vibration or seismic loads.
Nonlinear load sequencing to simulate real operating conditions.
Integration with other structural software like SAP2000.
| 2 | CSI_CSiPlant_v10.1.0.1796.torrent | 1 044 |
| 3 | LAVteam.Coreform.Cubit.v2026.8.torrent | 1 027 |
| 4 |  Coreform Cubit’s pre-processing capabilities and Flex IGA modeling with advanced hex meshing and hex dominant meshing minimize the time spent on model preparation for FEA and CFD while maximizing control over mesh quality to get the right mesh for quality solutions allowing you to maximize your investment in simulation technoloogy. Coreform Cubit helps you maximize the benefit of your investment in simulation technology.
Key Features & Capabilities:
Comprehensive toolset. Everything you need for CAD Import, preprocessing, hex meshing, hex dominant meshing, and export.
Semi-automated hex meshing. Rich set of hex meshing and hex dominant meshing tools for streamlining the creation of analysis-ready models for challenging simulations.
Expert-level mesh control. Industry-leading mesh analysis and improvement tools for complete control from Jacobians to vertices.
Scripting & automation. Python integration and scripting tools support automation to increase model generation throughput.
Coreform Cubit includes ev | 986 |
| 5 |  GstarBIM is a Building Information Modeling (BIM) software developed by Gstarsoft for architects, interior designers, and building engineers. It is positioned as an alternative to BIM platforms such as Autodesk Revit and ArchiCAD.
GstarBIM allows you to:
Create intelligent 3D building models (walls, floors, roofs, windows, doors, stairs, etc.).
Automatically generate 2D plans, sections, elevations, and documentation from the 3D model.
Make design changes that update all related drawings automatically.
Perform architectural and interior design work in a single environment.
Produce photorealistic renderings for presentations.
One of its main selling points is support for many BIM and CAD formats, including:
RVT (Revit)
IFC (OpenBIM)
DWG/DXF
SketchUp (SKP)
FBX
OBJ
Point clouds (E57, RCP, PLY)
GstarBIM is based on technology from ARCHLine.XP, a BIM application that has been developed in Europe for about 30 years. Gstarsoft acquired and rebranded the technology as GstarBIM. | 904 |
| 6 | Gstarsoft.GstarBIM.Pro.2027.R1.torrent | 911 |
| 7 |  Timber joints are the heart of seismic performance.
Traditional timber connections already provide flexibility and energy dissipation. In our recent work, we developed an improved joint system to further enhance the seismic performance and resilience of timber structures.
Old construction principles, improved with modern engineering.
First paper in Engineering Structures https://lnkd.in/eqcMrJbt
Second paper in Journal of Building Engineering https://lnkd.in/eaSVuS8x
#TimberStructures #EarthquakeEngineering #StructuralEngineering #SeismicDesign | 1 420 |
| 8 |  +1没有文字... | 1 783 |
| 9 | https://pdf.sciencedirectassets.com/312002/1-s2.0-S2352710226X20113/1-s2.0-S235271022601898X/main.pdf?X-Amz-Security-Token=IQoJb3JpZ2luX2VjEEQaCXVzLWVhc3QtMSJGMEQCICOeJid47bMCNjEXE2B0YYDSdEed4xC4YCCNeI9%2FttvKAiBzcWxoLeYD%2BixyxdwG46H7px%2B4Ntueo8SzTRBx%2FjGslyqzBQgMEAUaDDA1OTAwMzU0Njg2NSIMEaOd7428eAZ8TceQKpAFKTdM9vwukhbdHJvJgst9cR2BQD41N2A6XO42URlmZMs0%2BEgus3WQSUQ2vZ0y%2Bf1h6sq1Ua97ClFPlVYXZ%2F2cT7Y7AqKkB47yWVTIpzNwm0phE2L9bewa05dgVhOyqbeDNSi1N8Izbn8KOrQanEBaJoOaap2m2S7sWffP0X50OEuP2JErZMHxsU%2BW4xNC2Z3HP68Q4v%2B%2BB5o1rzVhSgqpx5HoMhOXi7Mkj%2F4TkIYAWS5fpZWW6OLmdXL4onlQ0B4jONZGgU6vWiho3PDu8j8MA%2FWx0%2Fk0u8JRxjxVT7ka9CoIjAVGXRE8xLEDr6faNRFrU0U%2Bvx5WCgKD4HwaRl%2FYRM%2FVnnUSpYUwzeVoDwoyEMEj4C%2BfEzkn5140VucgYy%2BOkFxPZeHV8ci1w5SzB5m8iORCs%2BfpR8i779U8lMR%2BXA5fFMbrZyBgu%2F1Sma5c0kxfiBUfvHHfFpt6gnmY8ZsNpzP75Mn69ekr%2F9fUFCT9SOo%2F8H76xADAZK%2FUjIpImESdtJTMOUYPvBdEOAtpxxK8HxU7UjaEtmD4fKzZ1NyQSaVXAB6j9mPWFrO08lBENDseqWSB7feb0haaPk1Ajfdwkcfjbkl6%2F8u7UQRTu2idDKwOKZtJH15MSqScf3qrq%2BJoHdm4roOEQbFWOBJsSmGEq%2FVYMGtbgP2gNKLK5e%2BQ13cINLDtYc1X%2Bcg17NpxNlR5PXCSaqFTo62Z9Bza0ycavOV%2B3hv0QZ701rffAaAnAJkS5BBLUaTEBU7vBrMAGY2B230OQJUnRHDA0jEQkpTGvmnoYahURp1hXWzq%2BfD3aJ2pYBkTVkk0YZFlrIEu5NynfD42TD46zz6G1AcYmOE4yDWLPRVH2KWN%2BzH1jMvSsVoww7L%2F0wY6sgFAQQUbUPtZt40aFVDEZr58yq2ixuqSDDpyohc3gD5HCW6SSPKS8%2FZFftz6Qm%2BR0zu2q3tfyLysrGsMd9I2YYYxtBVKiRDfl7C8WyiyloyOymc7ezDty0uV0SehsraMYSmbDAlJTIG64U3i9e6GSA8K0MeogRpFPgelJvhMmkz%2BSXhZ9P%2FnI9ETDop%2BDYD3w5mD0Y2KX3lbgm93VSub%2B1Nkcvz8kL9brgHnsiOCYGzMmcCn&X-Amz-Algorithm=AWS4-HMAC-SHA256&X-Amz-Date=20260815T040137Z&X-Amz-SignedHeaders=host&X-Amz-Expires=300&X-Amz-Credential=ASIAQ3PHCVTYTFVLIFO4%2F20260815%2Fus-east-1%2Fs3%2Faws4_request&X-Amz-Signature=9fbe60b8d98083ed445e5c16730988b7397aa6140da9306a57e373148f5df4a4&hash=646e59b5a8d9a8e83d4d145f597a018b3e05b89ec8eea98a72f398e61320d904&host=68042c943591013ac2b2430a89b270f6af2c76d8dfd086a07176afe7c76c2c61&pii=S235271022601898X&tid=spdf-42d0d92d-bec0-4b47-9fd3-1d56a2ba70e4&sid=e72a0b2270c20849d01965c1d8209eb39494gxrqa&type=client&tsoh=d3d3LnNjaWVuY2VkaXJlY3QuY29t&rh=d3d3LnNjaWVuY2VkaXJlY3QuY29t&ua=13100053035754025900&rr=a2b54c8ff92ced5f&cc=it | 1 |
| 10 | Happy to share that our latest research paper was published in the Journal of Building Engineering, IF: 8.1.
This marks another important step in our ongoing research in structural and earthquake engineering.
Please get a free copy here
https://lnkd.in/e9zxbNgm
#StructuralEngineering #EarthquakeEngineering #Research #CivilEngineering | 1 781 |
| 11 | Steel jacketing looks simple, but the details matter.
For column strengthening, the gap between the existing concrete and steel jacket must be properly filled with grout/structural adhesive. For tall jackets, filling should be done in controlled stages, rather than sealing the full height and filling at once, to reduce leakage and ensure complete filling.
Good strengthening depends on good execution.
#StructuralEngineering #ColumnStrengthening #SteelJacketing #ConcreteRepair #CivilEngineering | 1 727 |
| 12 |  没有文字... | 1 604 |
| 13 |  Why replace an old bridge bearing?
Corrosion, long service life, and loss of proper alignment can reduce its performance. In this case, replacement is the safer option before bigger problems develop.
#BridgeEngineering #StructuralEngineering #BridgeMaintenance #BridgeRehabilitation #CivilEngineering #Infrastructure | 1 635 |
| 14 |  +1Structural retrofit using external steel plates and sections to strengthen existing RC beams and beam–column joints. The key is proper anchorage and force transfer so the added steel works effectively with the original concrete structure.
Or
A retrofit is effective only when the new strengthening system and the existing structure work together as one structural system.
#StructuralEngineering #Retrofitting #SteelStrengthening #CivilEngineering | 1 863 |
| 15 | Most OpenSees tutorials show you how to get an answer. Very few show you how to know the answer is right.
I've published a complete tutorial on 3D structural analysis with OpenSeesPy a three-storey reinforced concrete space frame, from the first line of code to verified results, with nine independent verification checks.
The one I like most: peak roof displacement from the full 3D transient analysis is 30.71 mm. From a response spectrum and a modal participation factor, computed separately: 31.02 mm. Two completely different routes, 1.0 % apart.
Also included: an artificial ground motion matched to the ASCE 7-22 design spectrum, a parametric study of period against height, and a catalogue of eleven errors that produce a model which converges, prints results, and is wrong.
Model, verification suite, figure generator, and 20 figures all reproducible.
https://lnkd.in/gkXcrb9x
#StructuralEngineering #OpenSees #EarthquakeEngineering #Python #SeismicDesign | 1 428 |
| 16 | +9 show you how to know the answer is right.
I've published a complete tutorial on 3D structural analysis with OpenSeesPy a three-storey reinforced concrete space frame, from the first line of code to verified results, with nine independent verification checks.
The one I like most: peak roof displacement from the full 3D transient analysis is 30.71 mm. From a response spectrum and a modal participation factor, computed separately: 31.02 mm. Two completely different routes, 1.0 % apart.
Also included: an artificial ground motion matched to the ASCE 7-22 design spectrum, a parametric study of period against height, and a catalogue of eleven errors that produce a model which converges, prints results, and is wrong.
Model, verification suite, figure generator, and 20 figures all reproducible.
https://github.com/Dr-Wahab/Three-Dimensional-Structural-Analysis-with-OpenSeesPy.git
hashtag#StructuralEngineering hashtag#OpenSees hashtag#EarthquakeEngineering hashtag#Python hashtag#SeismicDesign | 1 895 |
| 17 | +9 fig01_model.png | 877 |
| 18 | Engineering on extreme terrain demands innovative structural solutions.
This hillside building near the Wujiang River, China, is supported by more than 70 reinforced concrete columns to adapt to the steep mountain topography while minimizing excavation. Although such designs are expensive and technically demanding, they are often the most practical solution where flat land is unavailable.
The key engineering challenge is ensuring long-term stability against landslides, earthquakes, differential settlement, and foundation scour.
#StructuralEngineering #MountainConstruction #GeotechnicalEngineering #CivilEngineering #ConcreteStructures #Infrastructure | 1 071 |
| 19 |  +1没有文字... | 1 002 |
| 20 |  +1How would you repair this cantilever beam?
This cantilever shows severe honeycombing and concrete loss near the fixed support—a critical region for load transfer. The immediate priority is structural assessment and temporary support, followed by an appropriate strengthening or repair strategy.
Would you repair, strengthen, or replace it? I’d like to hear your approach.
#StructuralEngineering #ConcreteRepair #Cantilever #CivilEngineering #Construction #Infrastructure | 1 141 |
